International Journal For Multidisciplinary Research

E-ISSN: 2582-2160   •   Impact Factor: 9.24

A Widely Indexed Open Access Peer Reviewed Multidisciplinary Bi-monthly Scholarly International Journal

Call for Paper Volume 7, Issue 2 (March-April 2025) Submit your research before last 3 days of April to publish your research paper in the issue of March-April.
Submit Research Paper Join as a Reviewer

Plagiarism is checked by the leading plagiarism checker TurnItIn

Call for Paper

Volume 7 Issue 2
March-April 2025

Submit your research paper

Indexing Partners
Academia Advanced Sciences Index Bielefeld Academic Search Engine CiteSeer DRJI Google Scholar Independent Search Engine & Directory Network ISI (International Scientific Indexing) Issuu Mendeley Research Networks
RefSeek ResearcherId - Thomson Reuters ResearchGate Scirus Scribd Semantic Scholar UTeM - Universiti Teknikal Malaysia Melaka Wiki for Call for Papers WorldCat Zenodo

Base Shear-Deformation analysis for Buildings with Isolation and Damping System using Time-history Method

Author(s) Agamoni Das, Debasish bandyopadhyay
Country India
Abstract Seismic hazard refers to the potential for earthquakes to occur in a particular area and cause damage, based on factors such as the frequency, magnitude, and location of past earthquakes, as well as geological conditions. Areas with high seismic hazard may experience more frequent and/or more intense earthquakes, making it essential for residents and authorities to take appropriate measures to reduce the risk of damage and loss of life. Seismic disaster mitigation involves implementing measures to reduce the impact of earthquakes on human life, infrastructure, and the environment. These measures aim to minimize casualties, injuries, and property damage by enhancing preparedness, improving building codes and construction standards, implementing land use planning, and developing emergency response plans. Seismic disaster mitigation technique is being adopted which causes reduction in earthquake forces by different methods. The proposed paper investigates the ability of base isolation and energy absorption system using lead rubber bearings and fluid viscous dampers to protect the structure by controlling seismic response. Concrete building structures of regular type with various plan dimensions have been modelled in SAP 2000 for story heights of G+5 and G+15. Non-linear Time history method has been performed for both conventional and buildings with isolation and damping system. Seismic responses e.g. base shear, max drift / displacement etc. have been compared for the conventional and isolated / damped structures of different aspect ratio (plan / height) for each of the building models with same seismic considerations.
Keywords Seismic analysis, Base isolation, Damping, Fluid viscous damper, Base shear, Lead Rubber bearings, Time history, Time period, Seismic disaster.
Field Engineering
Published In Volume 6, Issue 6, November-December 2024
Published On 2024-12-24
DOI https://doi.org/10.36948/ijfmr.2024.v06i06.33845
Short DOI https://doi.org/g8w2vt
View / Download PDF File

Share this



E-ISSN 2582-2160
CrossRef

CrossRef DOI is assigned to each research paper published in our journal.

IJFMR DOI prefix is
10.36948/ijfmr

Downloads
Research Paper Format Copyright Permission Form and Undertaking Form Cover Page Vol 7 Isu 2Cover Page Vol 7 Isu 1Cover Page Vol 6 Isu 6

All research papers published on this website are licensed under Creative Commons Attribution-ShareAlike 4.0 International License, and all rights belong to their respective authors/researchers.

CC-BY-SA Open Access

About IJFMR
Fees & Payment
Current Issue
Publication Archive 		Submit Research Paper
Track Submission Status
Publication Guidelines
Publication Ethics
Peer Review & Plagiarism 		Join as a Reviewer
Editors & Reviewers
Reviewer Referral Program
Get Reviewer Membership Certi. 		Website/Journal Policies
Usage Policy
Content Policies
Privacy Policy
Contact Us +91-9687-828-838 editor@ijfmr.com